Long-term evolution of delayed ettringite and gypsum in Portland cement mortars under sulfate erosion

被引:105
|
作者
Chen, Jian-kang [1 ]
Jiang, Min-qiang [2 ]
机构
[1] Ningbo Univ, Dept Engn Sci & Mech, Ningbo 315211, Zhejiang, Peoples R China
[2] Chinese Acad Sci, Inst Mech, State Key Lab Nonlinear Mech, Beijing 100871, Peoples R China
基金
中国国家自然科学基金;
关键词
Ettringite formation; Gypsum formation; Portland cement mortars; Sulfate sodium; XRD method; CHLORIDE REMOVAL; CONCRETE; EXPANSION; ATTACK;
D O I
10.1016/j.conbuildmat.2008.03.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The magnitude evolution of ettringite and gypsum in hydrated Portland cement mortars due to sulfate attack was detected by X-ray powder diffraction. The influences of sulfate concentration and water-to-cement ratio on the evolution of ettringite and gypsum were investigated. Experimental results show that the magnitude of ettringite formation in sodium sulfate solution follows a three-stage process, namely, the 'penetration period', 'enhance period of strength', and 'macro-crack period'. The cracking of concrete materials is mainly attributed to the effect of ettringite. The gypsum formations occurred in two stages, the 'latent period' and the 'accelerated period'. The gypsum formation including ettringite formation was relative to the linear expansion of mortars to some extend. Both water-to-cement ratio and sulfate concentration play important roles in the evolution of ettringite and gypsum. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:812 / 816
页数:5
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